Distributed Nonconvex Optimization for Control of Water Networks with Time-coupling Constraints.

IF 3.9 3区 环境科学与生态学 Q1 ENGINEERING, CIVIL
Water Resources Management Pub Date : 2025-01-01 Epub Date: 2024-09-23 DOI:10.1007/s11269-024-03985-8
Bradley Jenks, Aly-Joy Ulusoy, Filippo Pecci, Ivan Stoianov
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引用次数: 0

Abstract

In this paper, we present a new control model for optimizing pressure and water quality operations in water distribution networks. Our formulation imposes a set of time-coupling constraints to manage temporal pressure variations, which are exacerbated by the transition between pressure and water quality controls. The resulting optimization problem is a nonconvex, nonlinear program with nonseparable structure across time steps. This problem proves challenging for state-of-the-art nonlinear solvers, often precluding their direct use for near real-time control in large-scale networks. To overcome this computational burden, we investigate a distributed optimization approach based on the alternating direction method of multipliers (ADMM). In particular, we implement and evaluate two algorithms: a standard ADMM scheme and a two-level variant that provides theoretical convergence guarantees for our nonconvex problem. We use a benchmarking water network and a large-scale operational network in the UK for our numerical experiments. The results demonstrate good convergence behavior across all problem instances for the two-level algorithm, whereas the standard ADMM approach struggles to converge in some instances. With an appropriately tuned penalty parameter, however, both distributed algorithms yield good quality solutions and computational times compatible with near real-time (e.g. hourly) control requirements for large-scale water networks.

具有时间耦合约束的水网控制的分布非凸优化。
在本文中,我们提出了一种新的控制模型,用于优化配水网络中的压力和水质操作。我们的公式施加了一组时间耦合约束来管理时间压力变化,压力和水质控制之间的转换加剧了时间压力变化。所得到的优化问题是一个跨时间步长结构不可分离的非凸非线性规划。这个问题对最先进的非线性解算器来说是一个挑战,往往阻碍了它们直接用于大规模网络的近实时控制。为了克服这一计算负担,我们研究了一种基于乘法器交替方向法(ADMM)的分布式优化方法。特别地,我们实现并评估了两种算法:一种标准的ADMM方案和一种为我们的非凸问题提供理论收敛保证的两级变体。我们在英国使用基准水网络和大型运营网络进行数值实验。结果表明,两级算法在所有问题实例中具有良好的收敛性,而标准ADMM方法在某些实例中难以收敛。然而,通过适当调整惩罚参数,这两种分布式算法都能产生高质量的解决方案,并且计算时间与大规模供水网络的近实时(例如每小时)控制要求兼容。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Water Resources Management
Water Resources Management 环境科学-工程:土木
CiteScore
7.40
自引率
16.30%
发文量
332
审稿时长
9 months
期刊介绍: Water Resources Management is an international, multidisciplinary forum for the publication of original contributions and the exchange of knowledge and experience on the management of water resources. In particular, the journal publishes contributions on water resources assessment, development, conservation and control, emphasizing policies and strategies. Contributions examine planning and design of water resource systems, and operation, maintenance and administration of water resource systems. Coverage extends to these closely related topics: water demand and consumption; applied surface and groundwater hydrology; water management techniques; simulation and modelling of water resource systems; forecasting and control of quantity and quality of water; economic and social aspects of water use; legislation and water resources protection. Water Resources Management is supported scientifically by the European Water Resources Association, a scientific and technical nonprofit-making European association.
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